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HomeMy WebLinkAboutProduct Approval .. UNIT fer SHUTTER PRESSURES OPENING SIZE SHUTTER SHUTTER SHUTTER STORM BARS ANCHOR PANELS TYPE w X N V1tI . N HEIGHT SPAN # R Q SPACWG BOLTED �`- 6 `' 3 .27 y 63 33 .2 7 6 3 1 33 zzs= 1 z71 V o9ol 279 v- 73 V63 S 72- g 37 x 7 / 7 7" 37 X 31 to 37 63 Erb 7/ IV - y It r 3? X63 q6 t�- 37 y 6.7 X16 It ,�� ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: I NOA or FL# Fl 3 ADDRESS Q NOA or FL# CITY/STATE d oeC FC' NOA or FL# CLADDING TYPE: e O eves ed an NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vu/t) 160 NOIVIINAL`DESIGN WWND SPEED ,Vasd)',. X 24 s y,. ROLL DOWNS, WINDOWS, MULLIONS, EXPOSURE C HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 EFFECTIVE WIND AREAS WIND DIRECTIONALITY FACTOR 0.85 ENCLOSED BUILDING .GCpi= +01A 8 <=10SF 10SF><=20SF 20SF><=50SF . POSITIVE PRESSURE (ZONE 4+5) 59.3 356 56.6 ',34 U 53.1 NEGATIVE PRESSURE (INTERIOR ZONE 4) -70.0 -42 0 ` -67.1 40.3�". _'° -63.3 NEGATIVE PRESSURE (END ZONE 5) -86.5 97 -80.7 4$4 -72.9 y43 8 PARTIALLY ENCLOSED BUILDING G"C0i="+_0.55 <=1oSF = 10SF><=20SF " 20SF><=50SF POSITIVE PRESSURE ( ZONE 4+5) 77:9 46 7"1"' 75.2 45 71.7 43,0 , NEGATIVE PRESSURE (INTERIOR ZONE 4) -90.3 54 2" -87.4 , 52,4 -83.6 501 NEGATIVE PRESSURE (END ZONE 5) -106.7 G4 0 -100 9 -93.2 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 a7/20/2015 Florida Building Cade Online ME A z [l^ r. •' BCIS Home I Log In User Registration Hot Topics i Submit Surcharge i Stats&Facts i Publications i FBC Staff ' BCIS Site Map ? Links Search i Businesf( �a ProfePC{ esSlOf �l Product Approval ssional i� USER:Public User Eta lation ® Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phon4/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who'developed Walter A.. Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code httplhvww.floridabtdldirg.org/pr/pr app dill.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdi3OtOXtHs6R.TTCYUW%3d 1/2 A.7/2112015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products rFL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ)- Drwg 15-086 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ: No FL-389 R8 11 A.S.S,A. INC. DRWG,15-086.pd I Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. if Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A,S.S,A. INC, P.E.R. DRWG.15-086-I)d positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'm-2"for 110 psf ASO load for HV3 blade w/c,window blade and W-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASO pressures. 3 r89.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks e:rh- t 1 Only- Only- (Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions it Approved for use In HVHZ: No FL389 R8 II A.S.S.A. INC. ORWG.15-085.gd Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other. Large missile level"D". Max. Span is 16'-0"for 30 EL389 R8 AE A.S.S.A. INC. P.E.R. DRING. 15-085 Hy,pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade,W-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f. for metals stud mountings and W-0"for 110 p.s.f. for HV1 and HVIA working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S,A. INC. DRWG.15-084.pdf 1 Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 RQ AE A,S.S.A, INC. P.E.R. DRWG.15084,pd for Blade I and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes [12, 25 and 28 respectively Contact Us::1,,940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have .one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: httpJAmW.floridabLilcring.org(pr/"pp_A.as-px?param=wGEVXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTC(Uw%3d 212 r , SENERAL NOTES: I. BFJRT1fA R.{�.ACCORDION S1U1iFR SY57FA1 IWON'N ON THIS PRODUCT LVAllINIM DOCVMFNf HA4 Bg11 TSRIIED FCR COMPITAMX M ACCORDANCE WRH IEE 2014(5N EDIIIOH4 OF TIE HART BUILDND HOE,TNS ALODROIOfl SMiER SYStEM HUAY BE NSCYIID AV HGH VEEDLSTY IMtlUO°E ZOMS O IM �� DESIGN MHN LOADS SHALL BE DETERMM AS PER SECTION!1009 OF THE WKWKMMION1 D CODE,FORA BASIC WIND SPEED REOLAREO BY THE JURSDON DICVOM 5HKIFR MILL IMLE OF CON 1•f• ENTS BE HULLED VAIN A ORECTIOAAULY FACTOR K"AM USNG ASCE 7-10 FOR P SUAL906 UNDER 2014(301 EDITION)TOC AND SAL NOT MEED THE WIXMAI(AMIX) DESIGN PRESS=RATNGS NDECATED ON SHEETS 12 TERN 17.20.20.28 A 2811 V4 ORDER TO VERIFY THE ADM CONDITION.UpYATE OEM RENO LOADS DETEMMED PER ASCE 7-10 SHALL BE F1RSE RfDUCta TO Asa DFSIGH WIND LOADS AREA 1; HV SUM(fl Q M 13Y ULXTLPLYM IM BY 0.6 N ORDER TO COWARE TNES6 W/UDI.(ASD)DESIGN PRESSURE RAT"n WICATED ON SHEETS 12 7HRU 17,27,26.28&28A GENERAL NOTES STEEL 1 IN ORDER TO V WV THAT ANCHORS ON THIS P.M.AS 1ES M WERE NOT OVERSTRESSED.A 33 X MWISE N ALLOWABLE LOADS FOR TEND LOADS 03= USED M TIM ANIRYS1i DOM SYSEEl(COMPONENTS 1-2 SHEET 2 RS.V AODDRDIM SHUTTER SMIDI ADEQUACY FOR MED AND LARGE MME OWACr EM HAS BM VF Wft H ACCORDANCE WEAL SECTION ISM OF THE ABOVE MENTIONED OWE AS PNt Alt DIORM SYg(pI ODyppNm 21-T7 SiE1TT S -HY BLADE 1Q(0114A1-03,/0715.01-03./1004.&1-00./1214A1-D0.00.117.02-O0.IOMOI-10 AND(0@1001-11 AS PER TAS 201.TAS 202 AND TAS 203 PRDW001.4 TMICAL SHUnm ASSELEBLY 38-a SiEET 4 -FAA WNOON BLADE I050.01-08 AS TAS 201.202&203 PROIUOOLS AEN 0725.01-Ce AS PER TAS 202 PROTOCOL. AREA 9e HV tamQ AND IN WJDDw BLAW -HV BEADE0i0422A11-05 AS PER TAS 201.NNIS 202 ANN TAS 103 PROMCOLS. APPE WM 6) TYPICAL SM VIER MOTION&NGG4 ON LACKS SHEET 5 ARE 2.W BL1 W BLAD2E EANCNORK H EWED TO WLNGON WITH EACH ORM 94 AREAS W ENE THE DESIGN PARES TWMn0N FROM ELN ZONE S TO NTMI ZONE 4.FALN HSTA UTION DETAILS A-E:OONgE1F./01= SHEET 6 WWII ZONE WST BE CLEARLY IDENTIFIED IN ACOOROMICE WITH CHVIER 30.OF ASCE 7-10 SUIEDU10.ALL M01RR4N°ONDIRONS AND FASTENER TIM Sp VXz WSW 09 APPLIED TO THE INSTAEAIM DETAILS F-E.OONMIF/BLOCK SHEET 7 COFR):SPONONO WILD ZONE:THIS SHALL fNClL1DE R[MIO511pT15 FOR MK SEPNWIOiI TO GA49.OkLLEITATION OF WAND ZONES 4 AND 6 HWL AS Wpl AS OF OOYPONERM EOR W BIAOE 1 Cfl(fER1E0.1£ &2 AOOORMN SHIERS VITIM FOR UFHER WILD ZONE SBE PREPARED AND COMMID BY A FLORIDA REAIN SIERED OWJEER OR AITCIWIFLT ON BMU&DD W COGURA3IGN AND SHEET B ASCE 7-10 SWARD,AND SHALL BEEDTO THE UAM OFFICIAL AT THE TUNE PERIET IS APPLIED FOR. � CENTERMAX ALTERNATING DETAILSIH SHEET 9 HV BLMEQt VD IN MHIOEI EEA&E FNGwERED TO WOWS DN ER890N MM ow OVER UNDER THE CQwA EMWARONS me Commons OF USE uwww ON SEEW 2L CENIERWOE DETAILS NO SHEET 10 pSry X135 USED AT NAM WOU_ END DOHNECCHIOHNN DEEMS 1-6.01CNETE/9LACK SHEET 11 3 BOOM IM AMADIM PLSS APPPRRGYFD�NOG�APPS�UCATOR%'�REGISTERED AA1ERIIYN SHUTTER 'STELE AAS�ATIOI PINS FOR DIRECT WWT AMBEAR E Wx"SHALL BE EI 1 RON 11HOR� 14XeCMTN° AY 4 ACRMfD 6Y ANCHOR SCHEDULE-OONCRETE&HOCK UAIQLVH SPAN TABLES SHEET is MAWW@IEB)E YIELD S l ANCHOR SCHEDULE-CONCRETE&BACK SHEET 14 4.FOR ALUIAM�-75 pOR1190114 SEViL 8E KUIENIAI A390LYI111W All&Y AND lE7VIPER AS NDIGTED ON SHEENS 2 AND 3.WMUY YIID S1RFH01N FOR 6063-16 ALD/IS 31.7 Tat AND 36.7 Id �� -CWRETE&MM AM. ANCHOR 75 TE & FLOE6T6RE _ANCHOR SCHEOIKE-WOOD SHEET 18 SW MM ALL SCREWS TO LL stilt 304 OR 316 ISH St FI OR CORROSION Rf5t9TAT(f MpID WEBON mix As DN AS P 80015%TRA 30 IvT YIL YIELD sERDIOtti ANO OD kH HAIL SENQTH&SIN31 COMPLY W/ M BUILDING 17 000E SWCWIION 24113.3.4- INSTALLATION WOW SHEET WOW SHEET 1B 6.BX73 TO BE ASTM A-307 GALVANIZED STEEL.OR KSI 304 OR 316 SD6F3 STAINLESS STEM WTH 35 kd MNMIAI YIELD SIREH01F1. INSTALLATION WAILS S-X.WOOD SHEET 19 7.SEE THE F0410016IO SHEETS FOR AKWR SPBCQI rMM W MADEQ 13.14.13,16.17&2M ENO COMAMION OkTANS 7-12&Y,WOOD SHEET 20 IPV 81AOE •Z6. HM DAOF ® W RKNO H UHSOH:13,14&16 ARTA -7. HV PJ An[m QN1 y 6.IAM BFTOIAJ1.V.ACCORDION SIRITTEtt SWO BEARS A W&PATENT 16.MAS2.COUMICI B OF THIS APPROVAL ARE COVERED.N WHOLE OR N PART BY US.PATENT/6'460.179 BMW TD TVIVAL SHIUREtt ETEVAIHON&NOL4 ON LACKS SHEET 21 FASIERN METIL SUPPLY.W0. INSTALLATION DETAILS AA-W.OONOI:TE SHEET 22 9.B SHALL BE THE RESPONSIsm of THE cOHIRACroa To YLRIFY TIE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 70 OSURE PROPER MRH6RA4S CONTRACTOR 70 CFNIEtWA7E DETAILS HD SHEET 23 SEAL/CAULK ALL SLITTER CON PONEW EDGERS W ICH RVJAK TH U FASIENNG N CWWIOUS MUM WITH THE BELOW°TO PREVENT W1N/EWE NIROSIM END CON EIWN DUMB 1-6&XDDNCREIr/ffi= SHREW 24 10.EACH UNIT MUST BEAR PERVAUM LABEL M A VWILE PLACE WIN VIMNHN NOTE DURM PERIODS OF HURRICANE W ARCS tIOME OMM'R.RNNEL OR OTHERS.MKT PROPULLY GCSE ALL MAIOWM SPAM TABLES SHEET 25 HN ANN HO CDITOWYE4 AND EWJ.GE OR LOCK ALL HN AND HO LOCK4. ANCHOR SCHEDULE,CONCRETE SHEET 20 It.WETTER WANACRIREIVS LABEL SHALL BE LOCATED OM A RFADLY%tME LOCATION AT ACODRDION MOM N ACCORDANCE WITH SECTION 171003 OF FLORIDA BULDM CODE.OK LABEL . SHALL BE PLACED FOR EVERY OPEMW LABELING TO WILY TAM SECTION 1710.&2 OF THE FIARM BUILDING COOL AREA 4• HV WMW BLATIE Ob ONLY 12.BE7(m TLV.AACORDHDH SHUNTER SYSPFTFS*WALLOON SHALL OWUPLY WITH SPDS ancArm H THIS MOM PLUS At"wam TWD zmm REGIL/LTION9 PROww BY THE JUL6501C'IIDH WHERE PERHQ IS APPLIED TO. TTOWAL WIDOW ANION At WIDOWDETAR. SHEET 27 13.(a)THIS P.EO.PREPARED BY THIS 0METR 15 GOM M AHD DOES NOT PROVIDE WORWITION FCR A SITE SPECIFIC PROMM L4.WHERE THE SITE 001411I009 DEVIATE FROM TIT£PEED. TYPICAL SHUTTER ELEVATION SEEP 28 (b)CONTRACTOR ODIVITIOIONS D ON 7M OOd f.CORPRUCOON SAFEM AT SSPE IS IOCWWACTO�RES THIS PRODUCT.BLSEC ON THIS P.M.PROVIDED IE/SFE ooE9 NOT DENUE !1 RESPOCISIGLE TOR THE SELECTION.PURCHASE in AREA b: HV WNW &ME ONLY (o)THIS PEO,WILL BE CONSTOFRED 01VA110 6 ALTERED BY ANI/IFiU6. NSTALATWN DETAILS,META.snmu Ls SHEET 26A (e)SITE SPOM PNOJECPS SHALL BE PREPARED BF A FLORIDA REGISI ED ENMEIlt OR ARCHITECT MEN WDL BECOME THE EHGYOHR Of RUOORD(EO.R)E°R THE PROJECT ANO Me WILL BE ELEORAWSS SPOIGM FOR R HE THE PROPER USE OF TPM EMM OF RECORD,ACM AS A DELEGATED ENDOW TO THE P.M ENWEQS' t SHALL SUBUrr TD'INS LATTER THE SITE ECIF (.)OWHAL P.Ea SHALL BEAR THE DUE AND ORGEW.SEAL RD SONATURE OF THE PROFESSg .HWDMIEE7t OF RECORD THAT PREPARED B. FLORIDA BUILDING CODE Nigh YOIDGi Nunicam=OOe 1, 7HIS DRAWING SHALL ONLY DE USES TO ` E A•AT% AAi4h' O 2015 EAW W W&SUPPLY,INC. OBTAIN PERMITS IN THE STATE OF LRORIDA -� BERTHA HVTM4 A■S■S■A. Accordion Shutter System 4t ' `1tF American.ShMiier Systems y N1IDE n kY.lLlimotE WAIN ft Ma v RLLlT TESTING&ENGINEERING COMPANYUn I 710, $•/ nt:*= am MAL seR.3a..30&VNIUM GAIMM FOM 331 AEuaalOitOn. Ina. / 010 11-1A tela 0UQ W 13 1 �- ; PAan.(303)671-1630.FSA H(30)571-1331 4280 Westroods DnYe 2 tzscqaam Went Patm Beech• FL 37407 3 DRAWING No 119-0000712 • ��/A�s/ Q��\\\\\ WALM A TWT Jr.P.E 4 15-084 ' Y 0••• fxmvA UT I"187 5 P.E. �E ��OA7E 4 SHEET • (I Ft0l MOM MOM VAWS ow soupaLADEa 3�HV UNIIfKJtL_FLOATER COVERED UNDER US PATENT 179 COVEREDtS LLOY use/ 179 TWERQUAUf1ED FOR USE W/kY U MQ TD& ky W/ 8083-TS ALLOY AND TEMPER QUAUFSED FO W/w tLOY A�TEMPER *SEE UMITAIRM OF USE OF QAj ON SHEET 28 SLAVE 1 6063-t8 PER 6063-76 AND�EIAPER t' .063' ADA a.�Y •U ®Hy_ WALK O BLADE 1 (1)USE W/� QUALIFIED FO US W ITV 8863-t8 ALLOY AfID TEMPER BIADECI)& 2 O _FICHC TRA uiy3sep 1 D T ®W j 6063-TS ALtOY AN MPER OIWIBLADE OS tit Mt RAINGUARD 6063-T6 At1.0 AND TEMPER 6083-TS AHOY AND'(EMR Y• QI WED FOR USE W/W '• Y 1.430' 03-T qY AND TEMPER 1.4tT 04J' .t00 .t E osa• L1E LAW 11 HV CELL G+HEADER t"9 /}{y (� Q HD C 1U G H Sl s�t� ED FOR USE Wj tiv 8tA0E(1}ONLY, 60 Td` WY AND MPEIt SO Y QUAURW FOR USE W/W BLADED 14 w SHD CEJUNG HEa�ARAILL SEE SECTIONS FOR VAUDD1IiiYY�- SEE SECTIONS FOR VALIDITY. AL1112 FO&USE W FLV QUALIFIED FOR USE W 8043-16 ALLOY AND TEMPER 8063-78 ALLOY AND TEMPER 6083-T8 ALLOY AND TEMPER I"T6 ALLOY/ AND TEMPER ODUPOKENY A d Tl T2 &'ADEWAUnEt % Y t - -% Yl—t �I ••--r 2' 2' 12S Y t' 2' S'tW6 IA* t/8 wa 3' 3' 0.048 r 6-MAIL 0.14Y 0.1w W(2 (1�6 SIDE ANGLES ALUMINUM H LES 2.6- r Muc. DOW 0.140• W(9 CORNER POSTS FLED L15£�.1Y/w OUAUFSEO FOR USE W/W ' Fl yE j&0 6083-T6 ALLO 1 ANO~TEMPER 8688�I(As AN TER 6063-18 ALLOY AND TEMPER ttuuttttr-- FLORIDA BUILDING CODE tU M Vetoer Nualcme Zone `"�`�•••�r,,10EAJ..• 2016 00M MEIN.SUPPLY,ETC. • sF••.� ----„� BERTHA HVTM A■S.&A. Accordion Shutter System v a WE#I W 0 N.Y.,NDDt1 &IL.a" p; F TSLUT TESTING d ENOINEENKG COMPANY Amerkan SNuMer SyMema Al ppayM Oy sn�•' `4 am Kw.3w,p-$06 um 4uw"aurum storm%amm AttttoataftOn. inc. t am It-W4 a ud3-an!-a T tS '�i' PhD"a Gw3kt1-taw.rax (aoe�t-1331 4268 We6trood6 Drive a a'pNiNil.•NQA1 Np .,xoa mlwooenwmm West Patin 8eoch. FL 33407 a DRAWING No l uu�t"`� wnTm A�°006inur7°r..P.F. + 15-084 I?E. SEkL/SIC,RATURE/DATE ROM M.E 4416' a SkE 4 JAW 9 1 1=26a 1�'-20 q4f ENAMEL 61ARD PAN= 1 x•-20 ¢.wwM v W osz• 6 KNOB 31 (0fW BRASS rnslTm rntum A►:Ars(clrao.lc (a11muT Putin) • 2t • •� ZA HV LOCK ® 111V EGRESS LOCK QUALIFIED FOR USE W/ HV I &®ONLYCOH7• QUALIFED OR USE W/HV QUNMEO OR USE W/HV 6063-T6 ALLOY TEMPER Q ED FOR USE W/1LV BIADE 1 & ONLY BLADE& ®ONLY. BLADE ®ONLY. 6063-T8 ALLOY AND TEMPER VALIFIED FOR USE W/HV BLADE 1 ONLY 236'0.0. 1. C 6063-T6 ALLOY AND 7ELIPER PLASTIC WAD 6'1.75Y gf SCREW 2.079" o "AM MONO t 1/4"09--20 x 3/4- RIVNUT� s.s. �tul�escR�wr M-20 SHEEr MEXWIff wuow M A U ADOG LAF4UP0 nA1K:E tid T ; z�• CHE Iar15OR,PWM f 06m.W KIAN1i)c 070 O MM 10CAM FRONT F1E11e10N -I r M � p67dtY IDODfW PN�PDIY,WWGW 07474 OR D0111H. PTAH ® r. • HV ALIERNATIVE © L OCKXR FOR -T'_LOCK CEN7ERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY ® ® pUALIFlED FOR E ® QUAUIIFD FOQ USE w HV 6083-T6 USE AND TEMPER QUALIFIED FOR USE W// HV BLADE 1 ONLY BLADE t ONLY. QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPS W/�BLADE 1)ONLY. 6063-76 ALLOY AND TEMPER 917 3.161 11 — Q �OR - .OW KEY CnRCM ON .214 .214' E • �� � 0.673'IOn. 0 1.123'Mor. 0 O QUALIFIED FOR HV BLADE 1 ,QB& 2 ®QUALIFIED FOR USE W/ HV BLADE 1 &2 / S:r--T—G ALLOY AND lEM 6063-T6 ALLOY AND TEMPER VARIES t2'MN. QUALIFIED FOR U E 1 ,®& 2Q t1/4'K m r-16 r-63-T ,ND TEMP �RN IS. go OR Kff t1S 1.6 Mm. LOCKING ROQA 1/.� ®HD LOCK QUALIFIED FOR USE W/HV BLADE lD r qY.WV — . eY REGENT HARDWARE MOROSE LOCKS SIRES 2333 HOOK DOLT LOCK. 6063-TG ALLOY AND TEMPE , ACETAL' QUALIFIED FOR LASE W/ AIV WEQ1 ,A n5 NSTAUATION WILL 7/16" HOLE THUML9SCREWS SE W/HV E &Q R I I ED AT OPER ELIBEDMENT QUALIFIED FOR U BLARE O&O FLORIDA BUILDING CODE Non Ifigh Vocity Hurricane Zone pN%,%Vk .:r1i'll?w'i-- m 2015 EASTERN METAL SUPPLY,INC. ucl •.v f BERTHA HVTM ` • /TME C O tNc. �,■S■S.A. Accordion Shutter System V.MADE 1 W OR W/0 RV."WON BLADE R ILV.BLADE * :* American Shutter Sysloms DESCRPM as 0Raw1r er M.l STATE OF TILLIT TESTING& ENGINEERING COMPANY Assootatton. Inc. 1 oto n-Iu a{ups are o/13 15 % 6x5 K>L 3W x.S4.3W.VAMM GARDM FLORDA 331914268 WeatrOade Drive 1 L 6�C r•�Tn�}:-rt cT Ph—(30S)s71-1630.Fax.(305)671-1531 DRAWING No 4����cS,S/• N ` —W.w�00a71ooLaom West Palm BeOch, FL 33407 15-084 -ipprQNALEanwa Lt.f TILLIT ulei a SHEET P.F, SEq� I� A�l1RF,/DAT� 6 3 QF 2R rSHUTTER ASSEMBLY SCHEDULE FOR HV M HV 0 AND HV (Z BLADES. (D HV BLADE 1 14V BLADE 1 A W BLADE 2 orl 7 (g W LONG RECESSED NYLON BUSHING FIV SHORT RECESSED-NYLON BUSHING 313 T W NYLON 'HAT WASHER EXTERIOR W WHEEL CARRIAGE AISI 302-303 SERIES 41 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS Me or ,—@ or WN EE N FO QUI ?y @ W 1 3/4' ACCORDION PIN W/ #8 HEAD %E R CNTSJ (110 or Q [SEM, @ HV 2 -3/4' ACCORDION PIN W/ #8 HEAD EXTERIOR POLYCARBONATE IMPACT RESISTANT HV WINDOW If (SEE SHEET 27) (Do or Q) BLADE JUMP VIM ITTER ASSEMS (1)W PIN @ SKALL ALWAYS OE USED AT ALL OMMOR SCALE. 3/6' A 1' HY PIN @OR@AT BOTTOM SKLIES OF W ACCORDION SYSTEM W/Wo OR EXTERIOR SLADE'S KNUCKLE. (SEE NOTE* FOR (2)W PIN @ MAY BE USED IN UEU Of 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDIONFYSrlM W/I REQUIREMENTS) BLADE WHEN CORRIWONOING TO OWAUATIONS OV No.00�p SHEET 22. (3) W PIN 0 OR 0 W/1/2*O.D. 1/16*THICK S.S.WASHER SHALL BE USED FOR16DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 WHEEL GARRIAGE DETAIL ASSEMBLY LAYOUT FLORIDA ILDING CODE (ion I Velocity Hurricane Zone) 0=5 wrm METAL swny.wc. BERTHA HVTu Accordion /T11LEC01 AwSwS system z W.111 W/OR V/0 KV."mow MADE&H.V. MILLIT TEMAmerican Shunter SystemsNO &ENGINEERING COMPANY Associdtfon, Inc. taw ft DAU Oft M 6 �M Mft U.SW 555, i ow 11.1S�VOGM G&MOM FUVXA 331 14 06/11$113 0AM 04/13113 ......EN.... ­ Pf :(_305)073-15W.I--(305WI-1531 4268 Westrueds Drive 2 —f-M t7*V~%q_ West Palm Beach. Fl. 33407 DRAWING No 01 OM710 3 WALTM A.TUX Jr.4-.L 4 15-084 P.E. SEAL/SIGNATURE/DATE fWRVA M 0 44187 —5 SHEET of 28 oA * 'OT ON NV LOCKS AND CENTERMATES: A e c 0 �• Y M U S T n 1, UANQUM CONDRIM IffeONE!IV LOCK 0 or 0 SI(LLL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE 6R BFjAW �2 OF SHUTTER SPAN FOFI SPANS UP TO TOS:ANO RIR TIONS Ma ElEYA710N. 1iV LOCK t`2y or MAT BE USED AS AN INSIDE OR OUTSIDE lAp(.AlAtfiED TO OR CEN7ERIMTI w 2) 1/4's-za x 1/2-LAtaG FIAT ttEAD Ss Ms LOCATWN OF LOCK s�i+uiE As fr�acArEa ON TYPICAL ELEYAnofl. ®nQax 2 IFMI TOR BERER PERFORUMSCE OR FOR SBCUTTY PURPOSES UP r0 TWO HY ®" . LOCKS a. ORIR"Y 6 ISED;S M!INSIDE OR OUTSDE U CONNECM OF LOCKS TO CENETRMATES �7 OR G�SNASL BE AS lHDICNE ON tidi£{t}ABWE lOd1 OF LOCKS SHILLL.BE AS D1DIG1 ON TYPICAL SHUTTER E3EYATION. 3. MMM MOM J2&&-ONLY WjJM WO&M ME"it OR INITIMI MUM 4 �2l iJ1SOLN/ 1 11.V. ILOCKING,RODS ARE NOT REQUIRED ATOfURWME PONTIDN,BUT MAY BE USED IF HIED TO ENHANCE SHUTTER PER LJOIC R006(Sf OR AN ALMINXIM DEVICE II MAY ALSO BE USED AT STACIONG POSITION((NON HURRICANE POSRION)� AND iNST ATTACHEDIO E2EYAT30N.EN!2 4 StiAIL E USE4 gJ5540E 8R# £LOCKSPAN AT TOP dcdo BOITOt!Stall 8£IISFDMATE W(2 i/4 FDS SKAM x 1/2'BE AS RADICA70 ON TYPiCAI URER ELEVATION. $ MAI&WM SHUTTER SPAN SIAALL BE DEEERIAINM FAS PER SCHEMRES SHOWN ON MW 12. AT ONE N7ERNATE FIY LOCK Ml1Y B$ XMIRIN UEU OF HV TACK or FDR ANY SPAN IWR O - RLSf nONS AT ANY 11EIA730N.AL 'M LOCK MAY EE USED AS AN OR OUTSIDE LOCK.ATTACHMENT OF 1/4-0--20x3/4-SS.THUMEISCREW TO OR CENIFRMAIES SHALL PE WDE W/ 1/4'0-20x3/4 AIM x b RIVNUT AS SHOWN ON SECTION N- SH[RT 8 0 LOCK SHALL BE USED AT t/2 OF SHUTTER SPAN OR TWO 1' { S IS � > LOCKS AT 1/3 OF SHUTTER SPAN. 4 III ITT [1 1111 *NOTES 014 HV "T" LOCKS AND CENTERMATES: UlKt.71Wwin � LTERtIAT£HY'T-LOCK MAY M tIEV OF FtJ LOCKS OR FDR ANY SPAN SEE IFtl AT I1NY ELEVATION AL r£LACKY'fOE USED AS AN QLSIOE OR E LOCK ATTACHMENT oNI• o r c Y i x o e c • v r x OF9 tNfStODES USING NFORCtNa LAC EEERR�"" AS SHOWN ON SECTION MG SfftET 0,WitCH MU5E BE SHEET 11 - Ta CENIERWTES( AND®W/ 1/4-0-2o x T 1/2-LONG S.S rFKtDDFD EK7LT W/7/B'A x 3/32• FULL 11 TyEIGHT. WINGNUr OR W/1/4.0-2031'S.S31S.1FIF0 A 1/4{ac S/B'RNHUT.�,�QCK MAY B£NSTALI.ED AT 44DSPM)OR 12' OF CORNER QMttWUM ABOkE AND BROW MHOSPAN.USE OF Two LOCiONG R00.S{,'i�TOP AND 80TOM iS MAl20ArORY. CENTERMATE ®a®00�.:1�1x./ox$5310 •�°" s� -.LOCKS ;, 3 m(E2 wi133:ONE ALTERNATE HO LOOtg MA U D 1N UL71 OF 11V LOCKS OR FOR ANY SPAN ANO DiSMIArWNS AT ANY ELEVATION.AL1E"M 10 LOCK MAY BE USED AS AN RiSiDE OR 0U[5i0 LOCK ATTACNIlETtT OF T�LOCK®i0 IS Wj 3/a x 3f8'F.H.SS.MS.AND INCLUDES ♦ a • $a $• a RkYiFOROSMIF MiSEIiT Q�AS SI10WN ON SECTIONS HOB- AND SHEET 10.LOCK MAY BE DISTALLED AT 1BDSPAN OR TV IL MMM BELOW OR ABOVE MOSPAHL,USE OF LOMIG ROOS 0 IS CaI MV.Y OPTIMAL 13 • a at � 5a 9 TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. - IDHEN++r FMDA 611 NO CQDE *%Migh Veloav Hurricane Iona 0 2018 E1MM METAL SUPPLY,INC. BERTHA HV- .�'_"1 A A Accordion f/n Shut�r System i • Sple • � V.61A0E 1 W ORM 0 N.V.WRIDON BUOE do N.V.RUDE American Shutter ma aEsc�ax oA IMMOV, xI_ 5'/'y.4�i� TILLIT TESTING dt ENGINEERING COMPANY 5M KY.anti St.mw 30%VOGM COMM nA"A 331 268 W QHON. Inc. I otp I�-lY a/ana afe o4 Ts IS 42$$ Weatraads Drive 3 -- phew:(3o5y5Tf-1530.Fay:(305)671-1331 DRAWING No '�-xx�df •• .N(����0`�, to-m�0009W oan West Palm Beach. F4 33407 ; 15-084 pia„NA1 ullq`' waFl�t o.%44187 a 5 H 8 P.E SEAL1�UtATURE/OATH r o1Ltm CONCRETE POURED OR CONCRETE OONRCTE , CONCRETE ANgtORSQURED Thoar CONCRETE ANCHORS , •-2oz3/4'S.S. REQU SCREWS CONCRETE ANCHORS SEE SClfEDILE ON (SEE SCHEDULE ON W/I IN -20 (SEE SCHEDULE ON SNEET;Y �,�) SHEET 13) NUTS 8 12.O.C. OR 18 -E E 1 4•HLOw3/4•S:S. �. USM I/C-20 rim 09 O 1Y O.R a• /z. 250• -- - 3 ae 13 OR / F.p 250'Naz 0.4 __ •�� OPTIONAL I . is � ORAL I 0®Pwmar I 12 wax w 51gTw� I m cuss®o 11 1 1 cUlS4�—(SFE SCTiEDUIE SEPARATION IwON SHEET 1, E3osTRc elAalsma -- SEPARATION To ClAss , (SEE SCHEDULE ON SHEET 12) T•�WS�� ALLATION ©HV WALL HEADER_INSTALLATION LL HEADER INST W BQ HV WALL HEADER.INSTALLATION wIN.SCHEDULE gN 7D GLASS ' w GONLmaN 1 OR & ' i = —(sEE Sg1E0UlE oN SHEET 12)— [-(SEE �� IRI. HEOUL,ON TO GLASHEET 1 —I !- ruN N1At1: (SEE SCIffdULE ON sHEEt 12) . a aim 25C ' 9IR]mlp9 ppyr � i OPnoak 1/4. OPTIOtL1L j = 1/4'Naz E O Naz I-D.* r CIE o' a PIQUUg TR�SS HEAD " 11ACHNE SCREWS USING CONCRETE ANCHORS 1/4'/-ZO+J/4'SS PHIWPS ANCHORS1 18 t' 1/4•-20 NUWS o iz•O.C. (SEE SC1iE0lRE ON wT11r-20 NUTSUTS Iz'oc. RED CONCRETE ( SCHEDULE ON SH 13) ILn. OR CON(IMME� SHEET 13) . CN BLACKANChXM REQUIRED HV WALL SILL 11,11 At A-1— SEE SCHEDULE ON POURED cancRETE SHEET 14) O HV WALL SILL INSTALLATION CONCRETE Q HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ . 1-SEE SHEET 4 FOR TYPICAL SHURER s E D.- EDGE DISTANCE 2A. 4WNIIY NG SECTIONS CAN BE CONSINE:D (SEE SPECIFW-MXiS ON SHEET 14) 'SKUME SHO M" C1) HV BLADE ' W ANY WAY TO SUIT NNY INSTALLATION. FLORIDA_ BUILDING CODE m High Twocity Hurricane Zone ,,,,.•���a n.r���;T,,,,, m 201S TATIERN KETAL SUPPLY.INC. 04�:• A■S■S■A■ s RTHA HVA 111.1E C O iMC. Accordion Shutter System / V.BUDE 1 b OR 10 HY.KWN BUDS k H.V.BIADE C*= TIWT TESTING SL ENGINEERING COMPANY Amottcan Shutter Syalems atscwvTnl OA711)5 In' ILL STATE OF = elves N.N.3WL ft.SW X,\R=M a=Neoo,FLORIDA 3N Aeeoclotlan. Inc. 1 OLD Ii-lu a/n/u of 13/ts +q�` Pha _(3os)eF1-,e30.ra::(SaS)a71-1331 4288 Westroads Drive t •,,�ORI04`. .mdE tit.caooa.00m West Polm Beach, FL 33407 WING NoEDoo"" —084 RT�AIEN.a`` TEVA 0.0 dr P.E 4 �IatdA1N�RE/DAlE FLORIDAD" U0 1"167 S SHEET POURED OC SOF1MM ON SHEET 14) o 1 OR 1 nVWAMM 3 t REOItRm CODE or1a4� t�� � "v 111 tl MPI"NJ�H a K 10x3 4'WASHER EM i 'paS11Ra E + Tt1c scRtws a Ij t t at UK ta'as CONCRETE MCH= 8 -MOF a7 r=37 t4st+))"OR OF 1WPUCAE E 1Ot 1 SUB u E7a51TN9 AppUC!&E APe E 1� t Sw ♦wiwwww0 REQUVXD t1FM COtia1ETE A!%3pR5 la>DUREO (a SuaDwE ON SFIFE 28) ---oOR Q (SEE Sa+mme a+stw 15) i & @ TRENCH INSTALL TA ION PW Q by—ALK—OVER INSTALLATION WWUh TOR$ -m PER (1) WV FLOOR (NSTALLATJON PRE5SIlPtRATlq e:MRSPANS PER CO7 W CEILING INWALLAMON s 1.1 sw 12 yy�vf� - coNCREDE AHCHoas r�`- a a {1 r�asT Ho SHM 13))u1t j MOgI r I rr�M.>e/A4717it lO IIl� omm QU$$ \ ;pa WiM 1 t pn toON[O11FO I 1 1 I D 1 ( t1A% 8 a 8 1 taxa/4'MIX WASHER 1 a` +14x3/4' NIX no-i I-)- 12•O.C. SCREWS o ' - 11 7EOt SOREIRS o 9'O.C. -- /14x3/4'sas M / N ffAN 22Qo 0.�� CONCRETE C OR •1 1 - $ 4 0 9•a s SNEET w) ? 1{ 1/2• t' iw3/4'F.H.sas ac. am OF oM 1 7 t 7 APSLAB V POURED C0.0 -V PUCA F CONCRETE ANCHORS SEE H07E t3(b) REQ RR ox SHE�E'►13th) POCfAED 8U) (SEE SCHEDULE ON ON SHEET 1 OR CONCRETE BIDCx SNEET ts) REOUIRED © V WALL•,.WIr K-QVI INSTALLATION Pasta ® KV WALL FLOOR.INSTALLATION (�W RAINQUARD INST „tATIOrt t INSTALL TION DETAILS W/ Inus INSTRIATION ova at Nall El'Wf I:OIfatUilOx as sEcnalls: .E.0..EDGE asuNCE # B CD HV BLADE (SEE SPEa�91CA210NS m SHEET'14) RIMOVAt TO Ax OP,€R/�A/E EX17 11m OF USE POR � a I-SEL SHEET 4 FOR TYPOL SHUTTER OR ENIRM CE `MADE A6N 31tPE7 28 1t01R110M3 SWUM CAN 9E COMMED IN ANT WAY Ta SUIT ANT tWTMLkT" xnxnn FLORIDA BUR DINIi CODE 06 Wgh Velocity Hurricane Zone [P.E. 0 2015 FMi W UETiB SUPPLY,INC.OWMA NV • 1!L!EC 4 A►■s■S.A. AccordionShutter System V.am 1 W OR 10 H.V.WMW&ADH h H.Y.MWAm dean Shutter Syatrma ,,,TIEUT TESTING&ENWHEERIHO COMPANY L axa wa Can sa.su aoa ttaxx cluol><nala 311 A1lsaotollOn� Gto. 1 pha t aea10t1DRAWING NO -taJO.Rot f(cowl-1951 �t26B WOatroOde ()ItYB t ` 4ds:WslwexdiooalWest Polm Beach. FT. 33407a 5484 � L BN0;�t,�� YMUTAE A THJt�Jr P.E 4 l J ��7ATURE/OATE 1ta`"°t`!7e { f87 SHEET -f INSTALLATIONS .W,�n HV AM NU L ON® Leap®�® OUT F.I N 1 /-� ' -�-' **WX SAM OVIA<IMF®wo FOR ALL BLADE HY CENTERMATES CH1ERWES AMAXIM WR7 SLADEo ' a®°'©• 7O"`® 10♦®°A OR .�E END WALLCONNECTION 10•®n®'��'®a°�', onsnrxc cuspUTAIIS ON 1 I O•®a® ® ®♦On0 3 '/4' 7- 2'�¢'kt/B'ko'-2 8 • a ♦ a 1 • 5 0 9 (saes-Te Away)AI OPPOSING SYMMETRYCAL AHaIE_W/(Z)_1/4'A�TA� I '/2• CENT S N�c1�Rs TO /tori 4 S.W.S.0 12' CENTER S NtlL SEGLAM ON (4)+,Or1/ ILS.'r NBE I 'C.FULL IFNdR. 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A■S■S■A V.MADE 1 M OR t 0 H.V.N M WM h H.V.&I OE il 4�j / Amertoan Shutfor SyafamstEv.1k OESCROM WE I ORMN UP M.� TILLTT TESTING & ENGINEENING COMPANY AssockdIon. h1o. 1 an 11-1u 113/13 DAM 04 13/15 6116 1LM.3wh.SL.se..30%VIWM GIFMM nate%171 42fi8 Westroads Drive x ph, (305)(171-1670.F--.(305WI-1531 MAVIING No µmm A,t9 Wit Palm Beach, FL 33407 ± 15-084 1HHunn111 FLORVA U./44/(17 5 SHEET P.E. SEAL/SIGNATURE/DAZE 9 B OF POURED CONCRETE OR POURED CONCRETE POURED CONCRETE CONCRETE NCRETE REQUIRED BLOCK WALL OR BLOCK ALL REQUIRED BLOCK WALL QUIRED E OR CONCRETE BL CK REQUIRED xk7U TNG GLASS DUSTING CUSS I CONC O.C.O 6.O 2'WINDIaST'INfi CLASS z•uw �i L.To SIM o �� E I. EO TO QASS(WE 1 CHMILE DE uts V �D�{g _ To SEE SCHIMU E ON SHFOR OAX EET 11/16'301•UAX. CN SHEET 2a FOR 12 F'3Yt tXADE m , saEDUE� s�EET 11ON SHM_�5 I�CR�° (6 'f6) T!/oEsmdc Q� ON siET 2a RPR t z F'UR EIACE d/AN D (LOCA7E ATTZ 6 t 6IA0F3 G30� AALUX CLOSER PLATE{WCATE 1/2T—, �/ \ BIMFS Q1h Qpi ! 9AD Q?h� 1/2•HON. �s OTHER 5,D£ ' .►USE 1.OR s`LNX. 1 /10x11/2•S.K. _-- (1011112'S.YS. t _-- _ (AS APPi1CABLfWxi/BSA•-2• ( ----- _ O 16-0.C. _— O to,O.O. _---- "� ALUMINUM CUP ANGLE \ \ (1410x11rOLs 9&4 4 (2)1/4'1 TAPOWS ANCHORS To WAIL AT 1.O.C.(LOCATE AT SLS DE CONNE RON j0fit tTTHER SDE Oi(�) I OR �• OR SEE tI CON X FONOR ()R sloE � To tRACKs � �O« '� 100 IRA= " .6 2 6 .�. 11 ®0 6 ' � T a Q•®�®p«(e 1 •Q�« ©•a•�.®•��a�- ©•a•m"®•c�•�« a•©« �•®•�°c�o�©- -EM MEND CONNECTION DETAIL(J) END CONNECTION DETAIL Q END CONNECT16N DETAII a POURED CONCRETE OR _ - - i RM R SPANS GREATER 11VH tY-O• �-- No buss CONCRETE BLOCK WALL GLASS 4 REQUIRED WL � �' 0 165' . ora sPAnA110N Y �.—_.___._ ------ - �p�/oR�, 112 FOR ON SHEET10CONC 111x•YIN. .� TO(LASS(SEE, —`-- -- -----_ - 6 OR"" @ ON 28 ANCHOR a 1 UI/DE SO4MULE CH� - -- c aADs 0 112•D.C. a 5 ON SM 2EI� ANCHOR 1 e. 1 2 FAN. 16. --_ -- - 2`YIN. 2'PRN. ♦BL�ADEu7 NH .2288 '^•`.•/ORI QR`!„Y('�OR( OR ZLAH E eY POURED CONCRETE oR OR� � 8 7«8 . O �•� ��NSTAC ♦ �t CONCRETE BLOCK WAU_ « •'"©♦�", " END L TION REQUIRED ®"®q�©��« 6•a•�-©•O•d�a �� lV BLADE OR NV UNDO LADE INTO 0-0 0 CONCRETE OR CONCRETE BLOCK W END CONNECTION DQ END CONNECTION DETAIL FLORIDA BUItDINO CODE (161figh velocity MQeicone zone p.T�(4T 0 2016 EAmm PETAL SUPPLY.INC. -, t■* h A.S.S.A. BERTHA HVA+ • ■�r E�`►i INC. Accordion Shutter System American S»attar v etAflE t 1111 at 6 N.0 Tt M em&Nx etAOE11 TTLLIT TESTING# ENGINEERING COMPANY 0 aur an1R'AM.L. -o= STATE OF ��r a=NR 3W.s:,s.3M%VMM wimon.RAR"w Association. Inc. 1 ala$11-114 01113/10 GAM04 t3fts Paw"1(305)071-1530.Fax:(300)871-1331 4268 Westmde Drive 2 'i'���Ory sS'1 OR1Q `�a` 0A.000719 e7 Wast Palm BeOCh, FI. 33407 y DRA,�.�WING No 8$4 ONA1» .a 1 SHEET P.E. SJR/6tQtM1'��2E/OATS SCHEDULF j1 SCHEDULE /2 ,•HEDULE N'�3 MAXIMUM SHUTTER SPAN 'L+' OR -L * MAXIMUM SHUTTER SPAN 1+' MUM SHUTTT7t SPAN 'L+- ((t.). FOUR INSTALLATIONS®/ S d 1. OR -L (ft.) FOR INSTALLATIONI crrm . VY � ( ) R 'L—' (ft.)'INSTAI.UITIONS • dt ar or INSTALL W/ S����� CONCRETE k WOOD' W/ ONE H.V. LOCK ® or®or or QL ONE INV LOCKS �� (1)l+:MA1t6lUM ALLGxFBIE SPAN FOR A GIVEN HD LACK®W/ NO LOCKING RODS or ONE Fit/ LOCK Or or® ASD POSITIVE DESIGN PRESSURE RATING. A GIVEN NEGATIVE CEMERNATES®& W/ ONE FIV 'T' W/ NO LOCKI RS® OR W/ NO LOCKING WALL A B. C. D. E M. N, O, P. Q. LOCK®W/LW0 LOCKI RODS®TOP do (SEE NOTE t) ODS MOUNTING F. K a L R. s. de V. LA.S''..DDESIGN RE SPM RATING. T BOTTOM SEE NOTE FLOOR/CFJUNG G. H. I, 11 do J T. U. W k X (2)PROCEDURE TO DBIIWINE MAXIMUM SPAN FOR VAX AS& CONCRETE 3 WOOD 1NSTAtUAT)ONS �yAS0. CONCRETE tw.AS& CONCRETE MOUNTING WALL MOUNTINGS(TOPMOTTOM)OR FLOOR/CEILING: 0CM oE9Rt omoX INSTALLATIONS PRESSWEROM WALL MOUNING FZDOR/CF18+0 WNL MO(WTNa P �ApX/ Na MOUNWa OMEN A POSITIVE ASA DESIGN PRESSURE RATING• (ALL)) 7NIWXi ((�J) FLa017/CnUNG MOUNTING �.) OR DETERMINE MNOMUM SPAN Z+'FROM SCHEDULE. N as-) now uoumnw GIVEN A NEGATIVE A.SA.DESIGN PRESSURE RATING. L+ L- L+ L- L♦ 00 L- L4 00 L-00 DETERMINE MXIGMUM SPAN 1='FROM SCHEDULE. 30 OR 1V-O' t6'-0' 18'-o' 16'-U 30 16•-0' 18'-0- 3D 78'-0' /6'-0' FINAL MUOARRI ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10• 14-70' 13'-2' 1C-0' 35 14'-70' 14'-t°' 35 15'-2' 76'-10' 0 MAXIMUM SHUTTER SPAN -L+-OR'L-'FOR MINp�DEIERMIMED PIN BETWEEN 1+-AND'L-% 40 13•-10' 13'-10' 14'-2- 15'-2' 40 13'-10' iJ'-70' 40 14-2' 13'-2' NSTAl1AIKINS INTO WOOD SLW.L BE LIMITED TO 45 13'-1' 13'-1' 13'-4' 14'-3' 45 13'-1' 3'-t' 45 13'-4' 14':3' 105 pat.A.S.D DESIGN PRESSURE RATING. (3)PROCEDURE TO DEIBBNINE MAXIMUM SPAN FOR COMOM71ONS IN BEIYFEN WNL MO UN11NGS SO s• 2•-Y .12•- • 50 12'-5' 72'-5' 50 12'-3' 13'-1• W/FLOOR/CEIMG MOUNTINGS 55 tt'-1o• tt'-1o' 12'-t' T7--I 1' 55 n'-1o' t7'-fo' ss ft'-t- 17'-1f' 60 11!-4" 11'-4' BO f 0'-r 10'-11' FOR A GMEN POSITIVE ILS.O. DESIGN PRESSURE 65 10'-f0' Iw-10' I1'-1' 17'-1Y 65 to•-to' 10'-10- 65 9'-5' 10'-1' RATING: 70 17-6- 10'-6' la•-9' 11'-5' 79 10'-6- 70'-6' 70 B'-9' 9-4' 00 1' tlV COMBER CENTERAN7E e3 MAY BE USED AT ALL Ltt-MAX SPAN FOR WALL MOUNTING INSTAUILONS 75 10'-1' 10'-1' 10'-4' 11'-1' 73 70'-1' 10'-1' 73 - 8'-9' MOUNTING RMAUA710NS.LOCKING SPECWATIONS LZ+-MAX.SPAN FOR FtDOR/CEILING MOUNTING 80 9'-10' 9'-10' 10'-O' 10'-9- .80 W-10- 9'-10' SK41 BE AS INDICATED ON LPROATORY CONDITION 12 NSTA1LLTIONS. 85 9'-6' 9'-8' 9•-9' f0'-5' 85 91-a' 9'-6' NOTE#5.SHEET 5. FOR A GMEN fNEGATIWE ASD.DESIGN PRESSURE 90 9'-3' 9'�d' 9'-5' 10'-1• 90 9'-3' 9'-3' fUDNG: 95 9•-0• 8•-9- 9'-r 9'-10' 95 9'-0' W-9' DETERMINE- 100 E ERMINE- 100 W-9' W-4' 9'-O' 9'-7' 100 W-9- 8'-4' Lf MAX SPAN FOR HALL MOUNTING INSTAlAroNS. 105 W-7' r-11' W-9' W-4' 105 B'-7' 7'-71• L2 MAX SPAN FOR FLOOR/CEILING MOUNTING 110 6•-$ r-r 6'-7' 9•-2• 110 B'-4' r-7' SEPARATION TO GLASS SCHEDULE """J's- - 115 W-2' 7'-3' W-4- W-11• 115 W-2' 7*-r FTNAL MAIOMUM ALLOWAME SPAN IS EQUAL TO THE 120 V-0' V-11' 6'-2' W-91 120 e-w W-11• _ NNIMUM BETWEEN'Ue.-L2+'.-Lt=AND-1-- 125 7'-10' W-8' W-T V-5' 125 7'-10• 6'-6• WIND ZONE MINIMUM (4)GO TO ANCHOR SCHEULE WITH FINAL MAIOMUM 130 7'-8• W-4" T-to' 6•-1' 130 7'-8•'• W-5' ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.O.DESIGN 135 7'-7' W-2- 7'-9• r-9- 135 r-7• W-2' TO GLASS PRESSURE RATING TO M70UNE MAXIMUM ANCHOR 140 7'-5' V-11' 7'-7• 7•-9' 140 r-5' S•-11' 145 T-3' 5'-9' T-5' T-3' 145 T-3• 5•-9' 1 THRU 3 150 7'-r W-7• 7•-4- 7-0' 150 r-r 5'-T )" Ess 71-W 3'-5- T-2- Ni'-9- 155 T-0• 5'-5' 160 6'-11• 5•-2' 7'-1- W-7' 160 6'-11' W-2• 165 W-f0• 5'-1' r-0' V-4' 165 W-10' V-7' 170 W-9' V-il' 6'-11• 6•-2- 170 6'-9' V-11' 175 6'-7' 4'-0' S-9' V-w 175 6'-7' 4'-9' 180 61-e' 4•-e' 01-8' W-10' 180 V-6' 4•-8' 185 W-5' 4'-8' 6'-7' S'-6' 185 V-5' 4'-8' 190 6'-4' V-3- 6'-6' 5•-5- 190 w--r V-�• . • H V B LA D E 195 6'-31 4•-3' 6'-5' 5'-S' 195 8'-3' 4'-W 200 6'-r 4'-2' 6'-4' S'-3' 200 6'-r 4-2- 205 6-t• 4'-t• 6-3• s-t• 205 6-t' 4-1• FLORIDA BUILDING CODE Itigh Velocity Hurticmre Zona ``�.•�� A.T,143741, m 2015 E67M METAL SUPPLY.INC. 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Mo. SPECIFICATIONS ON ANCHOR REQUIREMENM.POURED CONCRETE OR CONCREMBLOCK SUBSTRATES (SLE NOUNING9 C a L H am SHOES a 6'7) .1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Pww aux I FOURED calali7E (A) TO E ISIM POURED CONCRETE:(L6n.to.3 Imo wgm EQWALL SILL MOUNnNG QO CflUNG MOUNTING ©FLOOR MOUNTING -1/4-s TAPCON OR TAPOON WITH ADVANCED 1 H+FADIF&W TECHNOLOGY ANGORS.AS WMEAcroRED IT MW.W DEL fe-3 - 1/40 x 3/4-ALL POINTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POM SCREN,BOLT t SKM4L7Y COMPANY.�Pe-3 W 'msµ AS0.Df31G11 NFOATNE LOM ASA N IEOAIA'E TMD 1 4 W BLUE TM CONCRETE ANGpJtS W/CAP AS WWUFACTURED BY FIOR"FAMIRS ORECI•INC (<U - / (ILIO.fe 2 ImH) 30 40 a0 78 90 120 1W a IOL w 7s Do IED 100 107 30 40 00 8 00 f2o 160 206 TAPOOf1 AYfM ADVANCED OON -1/4.0 TAPPQB4 ANCHORS AS MAMIFAMIRED BY POWERS FASIEEM INC..AND DSTRMM BY ALL FONTS SCROTA,BOLT OLE SPECIALTY 12 O O a 1 9 0 a 9 e a TMRFADFORM TECHNOLOGY COMPANY OR ANY 0111tH APPROVED I10EtSED OR AUIFHCR¢ED VENDOR REGISTERED WITH.THE AMERICAN SHUTTER sY57nLs ASIOCNTIOtI INC. 3-0• 14 12 10 9 a a 6 a 14 12 10 9 a e e 0 /4 12 f0 9 8 a 0 6. AIL F OMtiS SOIb-SET (Nn.fe 3 W) OR 10 14 12 1019 0 a 6 8. 14 12 1 9 6 s 0 114 12 10 9 5 e a b 14 11 10 D 8 0 0 7 14 12 10 9 0 a e 0 14 12 1D 9 a 0 a 0 BLUE LAP W CAP S 14 12 10 9 8 7 5Z 3b 14 12 10 0 8 e 6 14 12 f 9 e 8 a 0 TAPPER} A7)I,ILEIIY EMBEDMENT318.INTO POURED CONCRETE OF TAPCHO S I 111 WITH A1NAHtm 77♦RF/DPoRY TECHNOLOGY ANGORS AIA TAPPFH+ 14 12 10 0 a a 6 0 14 12 10 9 a a 6 6 14 12 10 0 6 0 • Sb ANCFICHS D 1 3/4',AND FOR gJ1E TM W/CAP ANCHORS S 7 1/2'. 4'-0' f4 12 10 9 o a a 4 14 12 10 9 6 6 0 45 14 12 10 9 6 6 4 u A2)11mm DNFDIHUF of 1140 x 314'ALL POINTS SOUO-SET ANCHORS 51141 BE 7/a'INTO$€POURED CONCRETE NO F71BfDLQiY 14 12 10 9 a a 6 48 14 12 10 9 6 6 a 03 14 32 10 D 8 a 0 45 INTO STUCCO SCALL BE POUTFED.11/40-20 S&MACHINE SCREW USED SHALL.BE 1 1/2•LONG M9IMUM SHOULD STUCCO Sm.AND 14 12 10 9 7.5 ab 38 14.12 10 9 8 8 a 3 14 12 t0 0 0 7 85 4 •MzLWJ(A7-M OF 1OCe 1•.a1I"FOR WALLS WITH No STUCCO. 5•-0• 14 12 10 9 6 8 6 6 14 12 10 9 8 s e bb 14 11 1D D 8 8 a Qga"CN 14 12 10 9 a 7. 4 - 14 f2 IO 9 0 65 8 3A 14 12 10 8 OLA 0 35 3 A3)IN CASE THAT PRECAST S(ONF,PRECAST CONCRETE PANELS,PAVERS OR ANY VETRER BE FOUND ON THE DOSS MH WALL OR FLOOR 14 12 10 9 B 7A 4.0 - 14 12 10 D a 0 'a 45 14 12 10 9 8 5 4.8 7e ANCHORS SHALL BE IOfD FNOIION 7O REACH TIF£ZEIN STRUCTURE BEHIND SAD IMIl f9aSiES A1ICNOIUCE SMALL BE AS 1RDM'11TED ON I4 12 7.5 45 - - 14 12 a 9 e 75 05 4 t4 1 1019 e a 45 35 NOTES Al)R A2)ABOVE FOR DWA LAYIONS ON VIML SIDING OR EIM WITH OR YIRgUT MEFk STUDS CONSULT THIS ENSIHFR.FOR 0.-0: 14 12 10 9 8 O 6 - 14 12 10 9 8 a 0 a 14 11 10 9 a 88 5 3b INSTALLATION INTO EFS WITH METH.STUDS SEE SHEET 28A 14 12 f0 9 7A 65 3 - it 12 10 e.6 7 53 4 3 14 12 043 bA 4 3 14 12 10 9 8 8 - - 14 12 10 9 8 AO b 78 14 12 10 !V B 8 4 - (0) TO OWING CONCRETE SAM(l��C-90) 14 12 a LS es 3 - - 14 12 10 9 a ab 46 35 14 12 10 e 6 3A - 1/40 TAPM OR TAPCON WITH ADVANCED 1HRFADFORL 7ECHWLQGY ANGORS.AS WANUFACIIRTD IT CLW."DEX. 14 12 10 D a e - - 14 12 t0 D a 7 ! 4 14 12 10 9 75 6A 4 3 - 1/40 x 3/4'ALL RIMS SOUD-SET ANC OM AS DISTRIBUTED BY ALL PONT`SMW.BOLT h SPECIALTY COIpAW. 7-0' 14 12 1016 65 4 - - 14 12 9 7A 6 4b 35 - 14 05 7 65 45 15 - - '/4:BLUE TM CONCRETE ANCtIOTRS W/CALL AS MANJFACIULtID BY FLOW6A FASTENERS DIRECT.INC 11 / f od 7 4' - - 14 12 f0 0 75 85 1 - 14 11 7 75 45 - - - / APPER+ANCHORS AS NM2IFACMNED 8Y PUTERS FASIEIERS.RN y AND DISiRBIRED BY ALL MIS SCREW,BOLT h SPECNL7Y 14 71 7 ZS 45 - - 14 12 10 9 75 ab 4- - 14 12 D 7 5-43-3 COMPANY OA MHY O7NER MMPINm LICENSED QR Al7TF10RQID VENDOR RE6LSIF7RID WIM THE AMERICAN SHUTTER SYSTY4 ASSOCN710N,011. 8•-0• 4 12 10 0 8'16A - - 14 12 10 9 0 0 4 - 14 11 W 0 0.S b 3.7 - NOTES: 4 12 u 7111.513 - - 11 12 6 045 &514 3 - 23 95 a 0 4 3 - - 0.1)MINNUM EMBEDMENT INTO CONCRETE BLOCK CF TAPOON.SBE TM W/CAP ANCIORS AND TAWEp4 ANCHORS IS 1 1/4•AND TAPCON 14 12 9517.51 8 - - - 14112 9.516 118 5 - - 14 11 a 8 88 4 - WITH ADVANCED RMEADFOR4 13 Db 05 6 M5 - - 14 12 10 8 ad a - - 14 045 6 4 - ( ' IS 1'� 14 11 10 D a - - - 14 12 10 9 75 4.5 - - 14 12 7 5S 4 - - B.2)WN NY EMSEDMENT OF VC4 x 3/4•ALL POINTS SOUR-SET ANCHORS SHALL Be ENTIRELY EBWOED INTO THE CONCRETE BLOCK.NO 14 15 7.5 8 - - - 14 11 7 6.6 0 35 - - 11 0 OS 43 36 - - - EIBEDMENr Dab STUCCO SEOUL BE PEBNRED.1/4.9-20 S.S.NIA CHNE SCREW IOTD SHLL.E 1 1/2'LOW IANtINM SHOULD STUCCO 14 12 6 0.S 4A - - - 14 12 ab 7 OLA 4 - - 1{ OS 7 35 6 48 - - ETISf.AND 1'M1NWM FOR WALLS 1.W(H 1D STUCCO. 15 85 85 4 - - 14 12 D 7 8 4A - - 14 11 7 8.6 4.5 3b 14 12 10 9 75 - - - 14 12 f0 O 0.S 0 - - 14 12 a O 0 41- - B.3)IN CASE CHAT PRECAST STONE.PRECAST CONCRETE PANEL$PAYERS OR ANY vom BE FOUND ON THE EOSBWG WALL OR noM 14 05 7 5 35 - - 13 95 O.S. a • 3 - - 10 75 ! 4 3 - ANCHORS SHALL BE LOW 00114TH TO RUCI THE WIN STRUCTURE BEHIND SAD WALL nNs HeL ANDA ADE SWILL OU AS INDIMED ON 14 tt 75 68 - - - 11 IIA 9 8 6 4 - - 28 9A 0 1514 -L,- NOTES B.1)h 02)ABOVE FOR INSTALIAGIM ON VINYL SIDING OR EFS WITH OR WITHOUT 1ETAL SROS CONSULT THIS ENGINEER. 05 a 6 - - f1 12 a S6 ab 4 - - 13 10 CA 6 4 3 - FOR NSTALLAl10H INTO BFS WINE METAL MUDS SEE SHEET MA - 14 12 10 - - - - - 14 12 9 7 8 4.5 - - 14 O5 7 88 4b 38 11•-0• 2.5021 a - - 12 9 a 45 4 3 - - 9 7 45 3.513 - .(C) AKOKAtS SWLL BE RWAUM FOLLOWING ALL OF THE RECOMNENDMONS AND SPECIFICATIONS OF TIE ANCHOR'S MANUFACTURER. - 14 105 7 045 45 - - - 15 as 048 45 73 SEE BELOW SPACING RELATIONSHIP FOR ANGORS b 7 4.5 - - 14 15 75 a - 12 9 e 48 4 12•-0' 14 f2 10 - - - - - 14112 8 OLD 55 - - - 13 10 ab 5 - _ _ EOGE DISTANCE VFDSII4 SACNM SCHEDULE FOR ANCHORS, 15 85 4A - - - - - I1 O SS 4 38 - - - a 6 4 3 - - - - W IMUM ANCIOIt SPACINGS ARE VALID FOR MOE DISIANCF3 DWAIED BMW.FOR E D.LESS TIM THE WMwlm REDUCE ANCON SPACING 3b 95 0 - - - - - 13 9.3 8b 5 4 - - - 0.8 0 6 4 - - - - BY MINnoN6 fPACNO 9HOfWN ON SCHEDULE BY THE FOLLOWING FACTORS, 9 ab - - f1 108 7 65 5 - - 11 dd !a 4b 35 - R1O]UCD SPACING OBTARHD I151NN F RIOT 8E HESS iWW M2RRIIIY SPACING{WDACFD FOR F/tll ANCf1DA HYDE 13•-0• 11 12 - - - - - - 1/ 15 7 a 0 - - - 12 9 e 4.8 4 - - - FACTOR OA a - - - - - - 10 75 6 4 3 - - 7.5 4 3 - - - - ACRtA1 zb eb - _ _ _ _ _ 11 D 0 s5 4 - - - 95 7 6 4 - - - - EDGEE IAPCOtI TMTRWM"� ALL PgNC SOLD SEF BLUE TAP N/CAP TAPPER t WL 1! 95 b0 0 - - - - .3 75 8 4 - - - HyBLADE OR- 14 1 - - - - - - 13 1.5 7 !.6 - - - - 11 E0. FON.SPAgHO 3' MU SPACING-3• B.SPACNO�3 1/2• AEN.SPACING.3' 33/4' 4- 14•-0' f0 78 - - - - - - 9 T 48 35 - - - 7 6 u 3 - - - - H9V CLOCKa PBEID OANOIIE OGBUFHE am 9.00CRIFflff Ka CONCRETE BLOCK'PBILED aNCREFE BOX 15 a - - - - - 1 O 45 9 4A - - - - - �, .y WL Eb.3 1/l WL 1J1.2 1/Y IOL 1 FOl•J IN E5.3 1/I' FA•2IjT 7 4A - - - - - 3' lA 0.90 1.0 0.78 1.0 024 IA 115•-o• t4 - - - - - - - ° - - - - - ° a - - - - - BLADE WORKING 2 1/2• 051 l.o ae7 1.D 9 _ _ _ _ _ _ 65 60 4 - - - - - 68 a 3 _ _ _ _ IN UNISON Io - - 0.s e e - - as e 4 - - - - - 2' - 0.71 - 051 7 - - - - - - - 15 - - - - - ° - - - - - 1 3/4 - - - - 0.43 g•-0• e _ - - - - _ e 5 ` _ - - - _ a 10 7A 5A 3 _ - - -_ 1 1/2' 0.36 - - - - 0.36 - - - - ° 4 - - - - FLORIDA BUILDING CODE m High Velocity Hurricane Zone L,PtT.A.TIt j/.1 0 2015 WIERN METAL SUPPLY.INC. s •''; BERTHA HVTM 1� ordion Shutter System /�l ECOiM1:. A■S■S■A■ Acc American Shutter Systema V BLADE 1 M ORM D TLV r11xoDY(BUDS k HV.BLADE t .M TILIJT TESHNG R ENGINEERING COMPANY ORA*"EM- &ALL STATE OF ;' = U"H.W.3a1L 6t..Ra 306.VMM CAFODW.f10RD.1 331 Association. Inc. 1 OLD 11-IN 04/13/13 DATE: 04/13/15 Plh n -(305)871-1330.Fax:(30a)D7t-IWI 4288 Westroods Drive 1 O,t:•,FLORl �� 0 wm:6��.m000L19- West Palm Beach. FL 33407 3 DRAWING No ''''Aass/DNA+-�aESP`` WALIM A TUN.W.PX- 4 15-084 P.E. SF�11LAj(BKAIN\YU�tE/DATE `IDR B`'f 441'7 a SHEET MAXIMUM ANCHOR+ SPACING (Inn,) SCHEDULE FOR 4 GRAN MAX, SHLTrER SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) B U B !E�TF=:;ZATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. COX MAXIMUM DOUGLAS FIR W/ MIN. G=0.�O W/ MIN. G¢0.43 W/ MIN. G=0.36 PLYWOOD SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T Wyk MOUNTINGS CEILING MOUNT T WALT_ MOUNTINGS 00 M. N, O do R FLOOR MOUNTINGS M, N, O do R FLOOR MOUNTINGS M. N, 0 ac R FLOOR MOUNTINGS P & Q W & X W & X WdcX kSA WAN DMW WAD 7�Dm6x TWD NMUK L1695N LDID NFDAaIE omni LDAD NRAFiE 067611 mn NO6phE Drsal taw 7srmN:o6'asN LOAD 30140 60 75 90 105 30 40 60 75 90 1105130 40 60 75 00 105 30 40 60 75 90 03 30 40 60 75 90 105130140160175190 1105130 40 80 75 90 1 -0'OR 12 10 10 9 8 8 8 8 8 6 8 5 12 10 10 9 8 8 8 8 8 8 5 4 12 10 10 9 8 8 S B 8 4.5 4 3 8 5 4 4 4 3 4'-0' 12 10 10 9 8 8 8 6 8 b 4.514 12 10 10 9 8 8 6 85.54.513.5 3 1211011019 8 8 8 6 14.513.5 3 2.516 5 4 4 4 3 5'.. • 12 10 10 9 8 8 6 6 5 4 .5 3 12 10 10 9 8 8 6 6 4.5 .5 3 5 12110110 9 8 7 8 .5 .5 3 2 2 8 5 4 4 4 3 8'-O' 12 10 10 9 8 65 6 6 4.5 3.5 3 12 10 10 9 8 4.5 8 .5 3 2 12110110 9 6 3 8 5 3 2 2 - 6 5 4 4 5 - 12 10 10 9 6.5 4 B .5 4 3 5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10110 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0' 12 10 0 .5 4.5 3 6 S 3 2.5 2 2 12 10 10 5.5 3 - 5.6 4 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 12 10 5 3.5 - 8 4.5 3 2 2 - 12 10 8.5 4 - - 15 3.5 2.5 2 - - 12 10 4 - 4 3 2 - - - 6 5 3.5 - - 10'-0' 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 12 1- - - 12 10 3 - - 3,5 5 - - - - 6 5 - - - 11'-0' 12 10 5.5 - - - 5 S 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - 3 - - - - 6 5 - - - - 12'-0' 12 10 4.5 - - - 4.513 2 - - 12 10 3 - - - 3.6 2.5 - - - - 12 10 - - - - 3 2 - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 - - - - - 3.6 5 - - - 12 7t-j- - - 2. 2 - - - - 6414'-0' 12 1012 7 - - - 3 2 - - - - 12 5 - 2 5 2 - - - 8 315'-0' 12 - - - - - - - - - - 12 - - - - 3 - - - - - 1.5 - - 16'-0" 12 - - - - - 3 - - - - 12 - - - 11 - ♦NOTES ON N15: WOOD SUOMEM I.ANCHORS W WALL.FLOOR OR SOLD WOOD SOFFIT SIM K A7 FOLLOW& - -1/14 M`°N OR UP°DN WOTI A OMED MWADFORM 7ECHM a'F A MMM AS°A"aF=tM ff` 1 HV BLADE 0 R HV BLADE W/ LT.w 0UaD1:4 M/1uT 71Fw0 MORAl10N AS mri m A7 El"SFCIION all SIE'Ms 18 a 19. 6PEND,, 2 HV WINDOW BLADE WORKING IN UNISON T.A n SCR W MMMM CfWNO SN LIS BE AS F'ql 11011NIN0 11PE Lt SHL77 19 AID Sllal OON6bT W UID SCRE]YS AS PER NDS 2D12 SPECaIfJRIWS. JA 3.SU0.M%X SNNL OO1aW OF 71E MARNItIR SEE aF tul ac -OMMM Pw ra s W/G-G-0"aOLD DouaA4 s1 DUDe� s1E£F�e - F7R w/o.o�ao -SPMM PM FR NORIAQLD.S) SPMM P"FR SWIM W/0.030(Nos) ' -N71.1/Y Cal PLyWOOO(1FSa Ap.9 - 4.RICFAM SWU se*BVU D FOUOWNa ALL OF TW A00010D1l01710l6 AND aPF7dFia M OF 7W ANCHORS MMJ1.iACNW7t. FLOMM 13UI1DN10 CODE h vew hurricane yAno `*%,- A.T/(F 4t, 0 2013 EOM s my.RTO. ', •• •✓�,, BERTHA HYTM TIMEC O INC. A■S.S■A■ Accordion Shutter System i = K WAX t V OR 110 KV.INDa1 WIAOE A KV.a"71rAmedcan Shutter Sydame nwr 1ES1Rt9&EMNUAM compmy 5170 OPA N BA v .e: STATE OF ?d? N11 sae.a.sn.3^vraw WROM nam.all Aaaoatatton. Ina. 1 m0 I I-tw upips Dan 04 is 15 )F P ? Phow:(.306)071-Faso.Fmt:(x5)071-1571 4268 Westroads Drive 2 O FCORtD ��` .-MR Waw**A�^'n West Palm Beach. FL 33407 a DRAWING No .ykSS%p.....�C,6��``` WALM A YKIN°w P.E. 4 15-084 P.E. Rom M/"157 a SHEff s16 OF 11f_j II INST TIO AILS ON EXISTING 0 BU[LDINGS FORH ♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR I [O WOOD WITH HV BLADE n ONLY SHALL 1 4'I/1'a�OR A.S.0 10ESIG -RE URE RATING-FOR INSTALLATION WITH BLADE(]) WORKING IN UNIMM �• 4117HFM1 APDOM OR 14t 11011 �1=WONON ADWACED EKSM WOOD MOMDOFF SIC11kO11HE ON SIIE):T le) aF 1 1 '60n,rQ pIRA1pN ' 1 OR W E MMM WOOD HEADE 1 m �® (SFE SCIEDHAE on sm 18) f--1�2 TIAWDE 1 1 a 1® 1•; w%%'20/tors o lW i roc tEWS S-1 pt OW® I f11av1 WALL EmsHY1a WL = MASH .g1 FMER HREAMEDi OR®4 • 0237x10 111. + I 1 zw ww I I HEAMT MUM � 1iAPm mm AMANM 0 UPOOM OR IDGIT A� TI$TE I ISL SEPARATION H I x s4•CONT.sUl. p 1j/°�Wyl,, NTECHMDLOGY 'clam 1 10 am PLM RM �TFIRfADW AREA o oN ?a qLy s�Ei� , DEAD,oP YIOOD PULE ON (SIE SCHEDULE ON SHEET 16) ONV WALL HEADER INSTALLATION OHV WALL HEADION OO HV BALL SILL INST#FIATION p�Uq 1 WL SEPARAM SEPARATION I I U0 cuss TO GLASS T H 1 p 0 (-------(StE S HMU E t (SEE SC ECUE `Q 2 [-(SEE SCHmOIE O(ASS•/) ON SHEET 12) t7441N0� ON SNE7:T Ia) CN SHEET 12) 1 1 •. 114-0-200/4-SS. =201, 33.4 1 r WALL 1/4 MTS or' I I ; uostll 111V-20O` HAns 1 I F41SH ® c°r. DR® aR 1 WOOD� 1 4'ITAPOON WITH ADVANCED ' 1 4V T(tPCQ(OR r. 1 41 TMOON OR vT,1/Y Wn.PoETRAICN of q TfNFAOFORII IEgINOtARY SHEET 4 FOR UPICAL 23' TIRFADM TECINOIAOY 71evl�DEtr AREA INTO PLYWO006T1,1/2•tan.PENETRATION OF SHUTTER ASSEMMY. SILL PLATE M/1 1 Yo.PErEIRAAl10N (SES sC1ED1ME ON SHEET/e) T]OSTr10 1WN HSN•SIu05 Te.EAota APFA MIO PLYYEOOD 2-MOUNTM SEICIHONS CAN BE MUMMN of WOOD HATE WL COX PLYWOOD RECD. o Ie'D.a 1WL RECO. - (�SelEd71E oN SIHEET 10) SUFr N Y OMALLAWAYMM 70 f1tAo1 (SEE SICo1HAE ON SiEET te) .PLYWOOD TO HE ATVOHSED TO 1/2•IUMK WALL FIRM IW.2 kV SIIAS• it,QQ MAX M D6 STUDS N ACCORDANCE YAM PLYIi00D REO'D. PLYWOOD TO DE ATDWCI#D 70 STUDS N AMORDAN1E SECTION 2322 OF THE FaQ ®HV WALL SILL INSTALLATIaN YAM SEFnQR 2322 OF THE FAC: ♦SHE IAHp7H01[!ORI OF BLADE a DN t;ftta F9 ©HV WALL SILL INSTALL�jLtJ Q HV WALL SILL INSTALLATION FLORIDA BUUMQ CODE R h V BuTieane Zone OWNl1111111T1/f/ A 2015 omm YtTAI SUPPLY.HNC. g A.r�t�7r�� BERTHA HVn tea•.•••aE �. -s A S A Ac��shutter systm 1 L ECO p Ha. v MM 11 W OR 00 IM UM BLADE s Rv BLABE a American Shutter Systems w tTEAB1 er: M.L nwr rHSIINo ae ENOHHIEERHNB COMPANY Assoeiaiton Inc. I OLD EE-IN G/13/13 Hwa a4 is 15 5300 NHL 3eA M.V.300.PROM MMM nomMm 331 E P.. Q� � Pnn.1(300)071-1530.sax:(322)571-1571 4268 Westroads Drive x HMAWMG No :'�z �••� West Palm Beach. FL 33407 3 W17ER A�ULII Jr.P.M 4 15-084 P. /DATE FIAMA LIM 0 44167 5 SHEET •ORiFRAI WAMM AND 0ONORDNc OF Llca FOR BFRD(A LILISON ACCEIRMU-SULM FM WORKING JR A D 1®'® 1 1 1.LDVL ASD.DESIGN PPESSME RAIN¢4110.-110 p.LF. 2 IWL.SHUTTR SPAR Rs' 3.ALLOWED MOUNTINGS.4 D.a A H ON Wis r.7;AS WELL AS YOIINnws U.O.T.U&N ON N*EM to 4 19. OILY CFNIFAOlt1fAT!$�O011l 1Y/®DR NM ANDREU WITH F�1 OdOe •� 47 .MIST BEST'1N(MLSEDILMYOAPTP091GEXI FJOR AMESS SIDE OF IN CAN OF ON'OSNO �p TYP.FA.END • • • • • A(lu IH YRADW E 1 SWILL ONLY M S A AIAYON S EE S OPENINGS (S'•HOIFs)IDR 4�PER AT SPAaODS SHOWN ON SHEET 27. tAAOI.5 WINDOWS • '• (B)WK ClF1VtANCE ERgE(TOP OR BOTTOO DIM OF HV WINDOW®ADE© UA)LALLO5D AT HV 81 OF ANY Y•IIOIE." SNALL BE 12' WBIOOM BLADE® (C)FEET OR L&V EVADE 001"OUT ERDR SORTERS AT ENDS WY BE W WINDOW BLADE Q9 (0)MIV WlDOTI=%—. BIADE®INIST BE tum AIIFIELUE To A sola FN MADE(D T1ROI11ryl0ilf lIT1EIY3 WDRL }� • • • � • • • • (ES-U.-j SRW.ALWAYS BE I1GD11D)ADJACDrf TO A SOLID 1// T EaADE 1 AT ETRER SIDE OF T1[EL (F)PGLYGtReoluTE MA wxlnw slue tE USTALLEO so 7lJAj TAB.4 FACE TIE NIERIOR OF THE OFETe1G BE7t1G Wi01DCiFD.EIV YMDOMI N4111USf BE SON • 4 • • • s �Y INSTALLED AND LOCKED USNG A IN MITN0 TOM P BY ASSA.. DETAILS ON Y FuSHEET EKW. Wit a SEE ANGIOR SPACBKE SLHED=FOR FiANL 71O S INTO WOOD FRAME E d WI DINM ON SHEET Tk AS UMTFD BY SPOT/OED ASD DESIGN LOAD(SEE p � I� L 110TFS 1 d 2 ABDO a3� 7.SFE ANCHOR SPALTN SG ED1aE FOR WTALAMIS Oft POURED C= CONCRETE OR CONCRETE BIDCK WAIL ON_13.13 a 14 AS UNITED BY SPAN AND ASD DESIGN LOAD(SIE NOTES 1 k 2 ABOYF.� ( &IMIG"SEPARATION TO GUISE SCHEDULE PER ASTM E-11M iYP TOP R.AR ) L1@ I WHD 201E YIlNUA1 SEPAPATHN W OIASS 1 71tlN 3 1- ELEVATION m e wR°10Ns•Er1O2 w°�R EFADEm 4 &2W -- --- Re ONSTEF7 ae RR aADEsma ------------EXISIINO G1ASS�--------�j --- --------- --------------- 5 P. 1 \\ 4 AND Wj nD RSI(SEE NOTE L ABOVE)` MCAL- cEr(IEs1+AlEs �� y \y NOTE TYPIC AL In HV BLADE WORKINGIJ� UNISON WITH HV WINDOW BLADE SHUTTER* ��`---- N.T.S. nMIDA OULDING CODE di h VelOdly Hurricane Zone ``I\I11111111111/I// 6 2015 USTEIW PETAL SUPPLY.WO. ````�,,.•��R{�.T1C(jl''A,,���� BERTHA HV7a1 A.S.S.A. - � 1IL E C O rNa. Accordion Shutter System p• 7,1 V.wx h x OR V/0 N.V.VM w wx A N.V.wx k_ American Shutter Systema DISCRV W TE DRAWN Or: AL * _ llltJT TESNNG d ENGINEERING COMPANY Association. Ina. I DID 31-164a/n/1s GAM 04/Ts/Ts Nis MW.3•IA,A.SNL 304%=MGUMM FLO D%al 1e�:(3o8}m1-1/30,cmI;(3asMl1-1sa1 4268 Westroads Drive a P.:�/� •-mot eta000doan West Polrn Beach. FL 33407 3 1 DRAWING084 •..FCORIO \�a ID-,000WIr, ,� WAL7Flt A Dtllf Jr.P.E 4 N.�......•��•`DATE FLORA Ue 1 44187 • SHEET r � •